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HomeMy WebLinkAboutC3.1_Existing Site Demo 1 �� I I A I III III I I I I CD ® i Approx. abandoned well I I Q o III III I O U location per owner ® IMwo� iA 15"ADS I.E.(S)=2673.98' 0 E C7 _ KEYNOTES t �. 1...:L. 4 C aa. . 7 1 Y I 01 PROTECT EXISTING WATER MAIN & SERVICES. C� - —_, •" P Irrigation Drain Field Area I Blow of x ti _ w — /f / \ \ \ / 1 02 PROTECT EXISTING SEWER MAIN, MANHOLES, .� Z 6� ^ 26�6 l \ SERVICES. y i I ' 268 \ _ \ / CELLI AK REVOCABLE W Z 3: NjL"'; I- o ;���� `'` ', \ \ ` LIVING TRUST 03 PROTECT EXISTING GRAVITY IRRIGATION. _� Z a4 � I ❑p �"- � :'.-`� /��� \ Se tic Ta k Lid ) — — V \ \ ) ® PROTECT EXISTING CURB, GUTTER, SIDEWALK, p �x�x�-x� o-- \ V \ �6, V 1 ROAD SECTION. N _ '• c�"'x \ © x�x ✓f�/�I \ S I Landscape Wall = w �X \ \ \ \\ 05 PROTECT EXISTING GAS MAIN. W Z F- I. ,..,". ___ \ x ✓ x ® -X x \ I I W cn I I V I x 8.0' \ �:, .-a,\---------X-- CY SHED \ 1 _�� ) NOT USED. WV1171717117; x \ \ 07 NOT USED. C3 Sanitary Sewer , A co ® Barn \ _ Easement ® Septic Tank Lid Z M' / 2119 sq. ft. \ \ \ \ ® NOT USED. W < o x —x 30"CMPiser \ I ADRIAN J - 1 Rim-2683.1R— \ \ \ MASCORRO 90 NOT USED. J Landscape Wall— — '" P I I I / f 12"CMP I.E.(E)�681.61' \ \ \ = c7 - x \ I ® NOT USED. C� Q la; JI T7 7/7/,,,}}(TT7 // w J \ - -- -- r77 f x - \ 10 NOT USED. x \ x x� x N Kennel ABANDON EXISTING WELL IN ACCORDANCE WITH pNAI M Ep EP EP—EP 4724 sq. ft. ` Irrigation Box \ 4 I I ® � I � g \ � � ! IDAPA 37.03.09 WELL CONSTRUCTION �SS� FNc� f / I STANDARDS RULES. CITY OF MERIDIAN PUBLIC G�STFR i � I 1 \ Rim=2683.28' \ 12"ADS I.E.(S)=2681.48' \ \1 WORKS DEPARTMENT TO VERIFY PROPER 10/16/2023 ' 11��11��111«1 /4� x�x— >—x -�? 12"CMP LE.(W)=2681.53 I \ ABANDONMENT. 17882 � (� _ \ 11 '\ 12"ADs INV=2678.41' \ `J �x�X�x \\- \��® x \ \ \ I TODD EXISTING STRUCTURES HAVE BEEN REMOVED � i 48 x�x / \ \ HARPER i / _7' steel Riser �x x \ ��� AND DISPOSED OF. 9TF , X / x�x \ \ If O F x x x Irrigation Box �/ I \ \ � / 1 \ x x�\ ® COORDINATE REMOVAL OF EXISTING UTILITIES �/N S. G?, n Irri ation Pump x \ \ \ —� Rim=2680.97' i I \ SERVING EXISTING STRUCTURES W/ APPROPRIATE Inverts not accessible \ \ � �_ _°I p � XD 111l: \ Q \ ® 12"ADs INv=2681.26' \ \ \ J UTILITY COMPANIES [IF STILL EXISTING]. CHECKED BY:P.E. I 5.0 \ \ � A \ \ 0 �I / \ \ Sutherland Farm 0 DEMOLISH FILL EXISTING IRRIGATION DITCH AND DRAWN BY: a I o�FR /x w \° I Sub. No. 2 / KSC REMOVE ASSOCIATED PIPING. \� I � 1 9 \ \ \ ^�1o"Pvc INv=2681.82' \ I CAP EAST SIDE OF EX. IRRIGATION PIPE. Drop \ I \ fXm�\ I \ FRED ABANDON PIPE IN PLACE TO WEST OF P \ \ THOMPSON CALL-OUT. Sanitary Sewer Easement \ I EXISTING SEPTIC TANKS AND SEWER DRAIN FIELDS MUST BE ABANDONED IN ACCORDANCE 1 1 \ WITH CENTRAL DISTRICT HEALTH DEPARTMENT REQUIREMENTS. 1 1 \ \ \ \ \ I MARK ® COORDINATE ABANDONMENT OF EXISTING o 10"RCP INV=2678.87' Drop / 10"STP I.E.(W)=2681.89' \� m \ "1 11 I I I \ % \ o �x x X\ 1 x \ _-! CAPPORELLI WATER METER W/ CITY OF MERIDIAN PUBLIC \ 'I. / , --- -I WORKS DEPT. - °r -\V\ --- �- —----� �—— fix-- X GP x x F x _ x k x °P X x °P k x ^E x x x X -- -----�--� —� k k 1 R EDR ® EXCAVATE EXISTING CURB, GUTTER, SIDEWALK & �1 aG3 �� �68z 1 ENTRANCE AS SHOWN. o w w Drain Field© I \ \\ �, 1 GUTTER SIDEWALK & N EXCAVATE EXISTING CURB, ,A ® � Per Owner _x x �� \ \ \ \ DRIVEWAY APPROACH AS SHOWN. L Z , NOTE: . > �� ABANDONED BUILDINGS, TEST PITS OR WATERWAYS -- � l / \�\ \ Q \ �� LOCATED WITHIN CURRENT OR FUTURE Benchmark r Parcel III Chiseled "X" in sidewalk I 2910 S. Eagle Rd. \ \\ \ \ I RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE \\ SOIL AND BACKFILLED WITH STRUCTURAL FILL PER Q Elev.(NAVD88)=2681.11'� r /T�� I \ / \ m I ISPWC SPECIFICATIONS. W NI II --------- — --- ° .. C Sewer Manhole 041 " jl mr \ - 1 I \\ \ \ 2s COORDINATE ALL DEMOLITION ACTIVITIES WITH Rim=2681.04' I.E.(�)=2674.10' I Ge \ 12"C�P I.E.(E) 2680.45' o \ 8� DEVELOPER• I I � Ix lf: ::111 \ m° 0 I X�_X � I Ix \ � \ � \ � — l SEE LANDSCAPE PLANS FOR PROTECTION/REMOVAL x OF ANY EXISTING FENCING a: 11 \ X 1 (Note 8) , Q 4111 ® �' f r ----- -- -- - ----- -� m°----- -- -- -- -- -- --- 0 40 0 20 40 80 1 \ (Note 8) ® ® ® \ SCALE IN FEET \Storm Drain Manhole _ i ` illll"'•i 1 ® \\\\ �26 r 1"=40' Rim=2681.14' Q ® o \\ �2 III _ Li x _ W \\ , _ i 7 TJ \ \ 611 \ \r�� f a I 1 Legend , --- �p� ®��__ �• 1 \ \ �` I O Found 1/2" Iron Pin, as Noted �w Water Well I III I A � i.•i/ � I i � Fire Pit � \V � 1 Found 5 8" Iron Pin, as Noted iv Irrigation Control Valve Box -I o �r--_` \ oe 1 RR -,�CCY = / - 1 ° ♦ I ® Set Bench Mark OI Irrigation Blow-off Valve 0 Property Boundary Line \ 0 4 °e\\\ 0 Calculated Point, Nothing Found or Set Right-of-Way Line 0 ---- ------ �X Deciduous Tree (W/Size) Centerline W X" Coniferous Tree (W/Size) 10"RCP INV=268 _- - Fence L o . CO ® Gas Meter r ° =2682.28' �� I 4 2 Edge of Pavement \ ----- Power Transformer / ,r< 'i' I 1602 sq. ft. �S` ' ---------- ® Domestic Water Line ` \ ----- � 11'� ---- © Power Junction Box V) — X x x xLx x x x x x x x X x x - G x Sanitary Sewer Line O. I-- - - -- -- -- -f� -- -- -- --—--—--—-- --—-- -- -- —-- -- --—-- -- -- - -- _X \ --—-- -- - Telephone Manhole Stof�J�fl/ ) \ \ \� \ ❑T Telephone Junction Box Gas r Line Drain Line j P / 1528 sq. ft. ® Utility Vault 48.0' ® ;C Howe / \ \ m° A Fiber Optics Line ✓ ✓ / \ V A�y ® Fiber Optic Vault \ I ;- ✓ B0 ✓ 0 \ Underground Power Line0 Light �R Tele hone Line Area --- ----------- 363 s . ft. \ ep1 \ p q \ \ \�� I Traffic Sign _ A l.11...l. I - - —® -- x __ / Pavement Markings X X- xx—- -- X --x -x x--xX Sanitary Sewer Manhole Curb ------ -.-- -- -- -- -- -- �- X- x- \ 77 Z 2 I11• . I . --� I Ili 1 q 1 •,•.° ° ,'v •. � I � CO Curb & Gutter � � III °.I 1 ;•. . ////TT .�XX � 355 sq. ft` ��\\ O Clean Out Sewer Manhole 11"r GP\ X \X, / I � I QO Storm Drain Manhole Rim=2682.61'� ill I ) `x\. / > �/� \ -®_ ,x �� I — ..................... Curb, Gutter I� I / ; ,l� -����� ® 1 /1226 sq. ft. I I ( )_ \r ® Manhole Grate .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. and Sidewalk ✓ 15"CMP INV SE 2682.52' I.E. =2672.90' °` 1 P ` X -2682— \ `x ✓f 9 ��j \ //�///////�I I f \ \\ ..................... W l�1 \ / \ ® Water Meter Area of Concrete Barn. .................... DATE: Ills• , 1 > ® � � I� I \ e 8"PVC INV=2682.95' Building 10-13-2023 Sewer Line i it J i/ °' �/ /��ZJZ x �� �. 300.37' �1� 6' r - {\X� /N ® PROJECT: 246 sq` f� "` / 12"PVC INV=2683.30' C2021 027 d SHEET III•• -- --------------���/ ------- -- --,-- -- __ /x �— x ask-- ---- ---- --a^--4--� _--r-- ,r— -«--,. IP I EGR EGR EGR —^--- -- — 11 ,•1 ® Irr. Pump 0 l I i ---- ----- - -� � I 3�I •